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Lincoln Street Haul Road <br /> 5740 <br /> 5720 <br /> 5700 <br /> –0 T3% J-V 79 <br /> 5680 — <br /> 5660 <br /> 5640 <br /> S o It (0 S (0 S o ";r (a S o �0 8 o "t (o S o (0 0 S o S �0 S S (D S "I. �0 0 S N �0 S N a S N S (0 0 S o a ( S o1;f CD S o <br /> + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + <br /> O O O O O �- "- '- "- •- N N N N N M co M M M V V V 1q, R� LO LO LO LO LO (O O O O ON r\ rt III N N N W co N 0) M m O) 0) O O O O O N N N N N M M M M M CF CF a V a O u� u� �n (n (0 (o (o <br /> Scale: 1" = 100' <br /> Plan View of Road Alignment Legend <br /> Road Width Varies(Avg.Width 30') <br /> ath/Ch <br /> th Street uel Are ange <br /> touse <br /> Slope f3H:1V to 5HAV Min.4"Gravel — — -i Permit Boundary Mine Road <br /> pe varies from Slope varies from 3H:1 V to 5HAV <br /> a /�hippirig Office <br /> C 130 / Container <br /> l� Trainin Bring o 0 0 0 <br /> Compacted Fill Original GroundLlf g °O°O°O°O Public Roads Buildings <br /> C 179 Building\ 0 0 0 0 <br /> Typically V-2'in thickness <br /> 0 ering <br /> Typical Road Cross Section � Ditches Culverts <br /> hop D <br /> losed 'phi i <br /> Coal Storage Wa con ENGINEER'S CERTIFICATION <br /> was 1, Jason S. Storey, hereby certify that this map <br /> Area Bay Warehouse has been reviewed by me and is true and <br /> argo <br /> Trailer correct to the best of my knowledge and <br /> information, relying on information supplied by <br /> experts employed by New Horizon Mine and <br /> V <br /> I that 1 am a Professional Engineer licensed in <br /> Colorado as required by the provisions of <br /> Riprapr.`.r: ;` C.R.S. 12-25-101 through C.R.S. 12-25-119. <br /> 16+00\ t IN WITNESS WHEREOF I have hereunder set <br /> my hand and af,' 1. <br /> 15+00 I �Q,PD0 CI�Fy <br /> Culvert �— ••••���•• <br /> — C <br /> r <br /> v°••'� s S '•s�`o <br /> 19", <br /> ope varies 4+00 �`� 0' 48092 i <br /> 3H 1V to 5H.1V Slope varies 1� 0 <br /> v 3H:1 V to 5H:1 V \ O` Q <br /> 13+00 <br /> •••....••• G� <br /> ONAL <br /> 12+ <br /> 1 =� <br /> 11'ADO Q) J P.O NS. 4 T 9REY <br /> Cs� l / <br /> Ditch w/1.5:1 to 10:1 Side Slopes N '7" '�' DA E <br /> 70"' \ <br /> A 00 Lincoln St. `/' <br /> <, <br /> 012Q• 9xp Haul Road o Mine Roads <br /> Typical Plan View of Culvert Installation `® O�� C176 «> SGS\ A�shn ODATE:7/9A/76 <br /> D.B,.BY: Tmv <br /> \ Z "' <br /> Slope varies from 3H:1V to 51-11VAPPROVED BY,Flank <br /> � N c^��2 <br /> Culvert <br /> QkQo y0R120a <br /> CJ New Horizon Mine DWG NO. <br /> Road Width Varies(Avg.Width 30') Min.4"Gravel Slope varies from 31-1:1V to 51-1:1V Permit No. C-1981-008 Map 2.05.3(3)-8 <br /> C175 L� P.O Box 628,Nucla,CO.81424 <br /> Natural Ground .` Q5 E No. REVISION DATE BY <br /> Compacted Fill Natural Ground \• O s� Revised to only show roads that have not received <br /> p C�/ O TR-73 Phase N bond release 7128/16 TONY <br /> ip Rap Typically 1'-2'in thickness ' <br /> ip Rap 0 TR-73 Added typical cross section and culvert note 8/10116 TONY <br /> Typical Cross Section of Culvert InstallationOr��� d + TR-87 Add coal storage area and UncolnSt Haul Road, 8/22/17 TONY <br /> M + + Topo:Post Mine remove 5th Sheet Light Use Road <br /> N <br /> Note: Refer to Attachment 2.05.3(3)-1 for culvert and ditch designs Not to Scale `� o Scale: 1" = 200' <br />